20140275 05-18-2016-east-haven-villa-16s040-compression-test-concrete-report-c44134 Materials Testing & Consulting, Inc.
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East Haven Villa - 16SO40 - Compression Test: Concrete: Report#C44134
CLIENT Harrington Construction&Dev.,Inc. DATE 05/18/2016
PROJECT LOCATION 311 Cullens Road SE PERMIT#
Yehn WA
Inspection Information:
Inspection Date: 05/18/2016 Time Onsite: 9:30am Weather Conditions: Partly cloudy
Inspection Performed: Compression Test:Concrete
Field Data (ASTM C-31):
Location of Placement: Garage
Sample Location: Same as above
Contractor: arringto,const. Subcontractor: a Supplier/Plant:Miles 206B
Qty Placed,Cu.Yd.: 16 Slump,Inches(ASTM C-143)or W/C Ratio: 4 Concrete Temp,°F(ASTM C-1064): 69
Delivery Ticket#: 22882 Job Spec.Slump:K-1 Ambient Temp,°F: 6g
Truck#: M080 Air Content,%(ATSM C-231):Fa I Min Temp,°F:❑
Batch Time: 9:33am Job Spec.Air:Pa I Max Temp,°F:
Sample Time: 10:15am
Mix#and Proportions: 1230OF
Cement,lbs.:13780 Coarse Agg,lbs.:115980 Admixture,oz./cwt: poly 240
Flyash,lbs.:1930 Coarse Agg,lbs.: Admixture,oz./cwt:
Water,gals.:11700 Coarse Agg,lbs.: Admixture,oz./cwt:
Fine Agg,lbs.:13450 Coarse Agg,lbs.: Admixture,oz./cwt:
Sample Type & Compression Test Results:
Received 05/19/2016 Sample Set 1 of 1 Type of Compression Test: Concrete(ASTM C-39)
Lab Tests:
Test Total Sample Dim. Sample Comp. Break ASTM ASTM
New Log# Age Date of Test Load Area(Sq. Strength Tested By
(Days) (Lbs.) (In') In.) (PSI) Type C-617 C-1231
2350 1 7 05/25/2016 47,011 4.00 1 12.57 1 3,740 1 Lawrence Bell 0� ❑
2351 28 06/15/2016 70,342 4.00 12.57 5,600 Lawrence Bell I `� ❑
2352 28 I 06/15/2016 71,209 3.99 12.50 5,700 Lawrence Bell ❑
2353 28 06/15/2016 67,802 3.99 12.50 5,420 Lawrence Bell I I ❑
2354 000000 C ❑ ❑
REQ'D ® 0
Remarks:
Concrete was placed by boom pump truck see report#1773780 for more details.
REPORTED BY:Tim Seabold REVIEWED BY:Frank Pooler,Lab Manager
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